Analytic bending solutions of rectangular cantilever thin plates

被引：0
|
作者：
Tian, B. [1 ]
Zhong, Y. [2 ]
Li, R. [2 ]
机构：
[1] China Rd & Bridge Corp, Dept Sci & Technol, Beijing 100011, Peoples R China
[2] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Liaoning Provin, Peoples R China
来源：
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING | 2011年 / 11卷 / 04期
关键词：
rectangular cantilever thin plate; bending solution; analytic solution;
D O I：
10.1016/S1644-9665(12)60094-6
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Analytic bending solutions of rectangular cantilever thin plates subjected to arbitrary loads are derived using the double finite integral transform method. Since only the basic governing equations of the plates are used and there are no predetermined functions, the present method overcomes the deficiency of the conventional semi-inverse methods thus serves as a completely rational model in solving plate bending problems. The method can be extended to more boundary value problems of plates such as buckling and vibration.
引用
收藏
页码：1043 / 1052
页数：10
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